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N 617,749 N 617,753 N 617,509 N 617,371 N 617,357 E 1,333,583 E 1,334,234 E 1,334,737 E 1,334,793 E 1,335,093 E 1,335,530 E 1,336,387 E 1,337,086 E 1,337,362 E 1,337,846 356 . 360 362 363 364 357 358 359 361 365 N 616,298 N 616,054 N 615,881 N 616,547 N 617,037 N 617,372 fl 617,378 N 617,121 N 616,933 N 616,780 E 1,333,264 E 1,333.945 E 1,334,999 E 1,335,503 E 1,335,663 E 1,335,756 E 1,336,201 E 1,336,727 E 1,337,186 E ',337,765 MATCH C-52(41 '0 ',336,000 E 1,337,000 E 1,338,000 / } ~ ~~~ N'--.",,,~ ~~'\' '~.~ I ~l\....'-\\. ~"\~~:~.-'# 1//t..,6'/r ~ 5~ ~~~~ ~'~~~~' Gfl (~-~ >1' ~ ~~, )~rojfl( o ~ ~ ( , ( " J, I '---- 0, 5590 /: 0( ~\ ~;;~~~ 0-."'-"'--"'5- r.:\" \ ~ t \2 ~:/I/ Yd( '-??I' \~~. ~~ \\~\' \~ ~/ ,,", '-- ::;~5 :i- ~ '. \\\ \.'--.::: "\,~570~';;f1( 1)( ~~o ~ ~ ~ ~ :::\ ~~~c~/~ ~ ,\~M JA '~~~~ ;\i ~c;~ll~ r(~/ /+ ::--. --. so~~ 1,. s \~ ~ ---r. 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I-,~ ~ ~,~~,~ ~ _...~/ I 'II SHEET ~- -- + + .' . ~ 5329.0 X 7 '\{\ -- '\ /-~==--_/ / 5'!>"'0 // / / . ::::.....------. . 357 N 615,363 E 1,334,365 Coordinates ~~ ..~ ~- + . . - --//- from C-52 347 N 614,371 E 1,333,366 346 N 614,330 E 1,333,273 346 N 614,257 E 1,333,327 349 N 613,706 E 1,334,030 349 N 613,020 E 1,333,342 350 N 613,122 E 1,334,649 -1- I I I ----L I / 350 N 612,319 E 1,333,656 29-<1'0 ~ 351 N 612,177 E 1,335,017 351 N 611,849 E 1,333,596 + + + N 2J24 26'+'25 J 26+25 35136 25,30 ~6'3~ -$- o o 0_ I{) - <.D Z o o o q <D Z 4812 I 1 LEGEND FLOOD PLAIN LIMITS .. ..... . ..... . .. ..... . ..... . .. ..... . ..... . .. ..... . ..... . .. ..... . ..... . .. ..... . ..... . .. .. ..... . ..... . .. .. ..... . ..... . .. ..... . ..... . .. ..... . ..... . .. ,- ..... ... l 100 YEAR >- FLOOD . '. GROUND ELEVATION IN FEET ~5<80 ~ MEAN SEA LEVEL DATUM CONTOUR INTERVAL 2.0' CROSS SECTION CROSS SECTION CONTINUED a - Aa lIA ~ INTERMITTENT STREAM HORIZONTAL CONTROL VERTICAL CONTROL PHOTO CENTER GRID POINT 100 YEAR FLOOD ELEV. ~\-.. . . --+--.....=s- 8272 Station in 100ft. o from lower study limit -<> + 5280 (-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT SHEETS 1-20 AND 23-29 TOPOGRAPHY COMPilED BY PHOTOGRAMMETRIC METHODS FROM 6" CF L VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,168. 17, 1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, lAMBERT CONFORMAL CONIC PROJECTION. THE FOllOWING (USC 8. GS AND lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE COORDINATES X= 1,516,508.42 Y=581,255. 78. GNAT- X= 1,231,566.60 Y= 523,643.10. BASIS OF VERTICAL CONTROL: USC 8. GS SEA lEVEL DATUM BASED ON THE FOllOWING BENCHMARKS: 0-156 ELEVATION C,192.Z84. 4870.74PS- ELEVATION 4869.860. PREPARED BY ANALYTICAL SURVEYS,INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907. SHEETS 21 8. 22 COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8.G AND USGS) TRIANGULATION STATIONS WERE USED: DRY HOllOW X=I,395,770.68. Y=613,033.6I, CASTLE X=I,432,094.81, Y= 623,300.73, ANTLER X= 1,371,760.95, Y= 630,478.31. BASIS OF VERTICAL CONTROL: USC BGS AND USGS. SEA lEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS: RIFLE ElEV. 5319.199, NEW CASTLE ELEV.5747.82. TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM 6" CFl VERTICAL AERIAL PHOTOGRAPHY TAKEN JAN. 12.1983. COMPILED BY BELL MAPPING CO., 500 KAlAMATH ST. DENVER CO. 0 0 SHEET INDEX 0 ".,- <D STREAM MAP SHEET STREAM MAP SHEET z PORCUPINE CR. 1-3 GARFIELD CR. 15-16 BEAVER CR 18.4 ALKALI CR. 17-18 MAMM CR. 5 - 8 S. CANYON CR. 19-22 . DRY HOLLOW CR. 9 -10 CANYON CR. 23-24 DIVIDE CR. II -14 ELK CR. 25-29 o o Q N CD Z REVISION DATE BY C-53-$- D U. S. DEPARTMENT OF AGRICULTURE ~ SOIL CONSERVATION SERVICE FLOOD PLAINS FLOOD PLAIN MANAGEMENT STUDY COLORADO RIVER TRIBUTARIES IN GARFIELD COUNTY COLORADO o 200 400 200 . SCALE IN 600 , FEET 'SHEET 3 OF 29 : (